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HomeMy WebLinkAbout1014 I : NE. BENCH MARK` DESCRIPTION QUANT. UNIT CITY OF RANCHO CUCAMONOA BENCH �i CONSTRUCT 3- A.C. OVER _-4' BASE (INTERIOR STREETS MARK NO. 65. CHISELED 'O ' BY END •, . }•••• ••••••••••••••••••••••••5l�.4.45? S.F. OF CURB RETURN (NORTH END). X%4 1. All work shall be done in accordance with these plans, the City of 2 CONSTRUCT 3 A.C. OVER 4_ BASE (BANYAN STREET) ....................... 5 792 ....................•...........�........ S.F. NORTHEAST CORNER OF INT. OF BANYAN . Rancho Cucamonga Standards and the Standard Specifications for Public 3 CONSTRUCT A.C. OVERLAY PER PLANS (0. 1' MINIMUM 19 550 O }............................................................,........ S.F. STREET AND CARNELIAN STREET. Works Construction - current edition. Contractor shall be familiar 4 CONST. 8' CURB � GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 303.................„�J,�Q�o,`.� L.F. ELEVATION 1726.365 with and shall be responsible for adherance to these standards and �5 CONST. 8' CONC. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG 301................... L-F. Specifications. 2 6 CONST. 12' CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 303................... 4l• L.F. . 2. All pipelines or substructures of any kind, telephone or power poles, f CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. 310, 311 INTERIOR STREETS.. 15,220 water meters, valves, fire hydrants, etc. shown or not shown on these -•--••-•••••-•---••-•••----•••-.•.-.--•.---•..•...•--.••-.•••-•,-••••,-,--••••••••---,-•••,•••-,,,•,-,••••••,.••••.•--•.-.-••. S.F. pians within the right-of-way limits or in adjacent areas where O CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. improvement. work is to be done shall be removed, relocated or protected -` 305 X-3 W. in place as required at no cost to the City of Rancho Cucamonga. , ( �, 24')•............................................................ 10 $7 -•........................................................L..."�:. S.F. CONST(�) . CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG 308 (X-3'}............�1-,355, S.F. 3. An contractor performing work on this project shall familiarize him- G Y P g p j = 14 CONSTRUCT 4 ' A.C. OVER 4' BASE (CARNELIAN STREET).........................................12100 l•- S.F. • self with the site and shall be solely responsible for any damage to 1 1 CONSTRUCT HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 310............... STX. existing facilities resulting directly or indirectly from his opera- X12 250•, REMOVE EXISTING BARRICADE......................................... tions, whether or not such facilities are shown on these plans. 13 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED HAST........................................... 5,1.x._ EA. , 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 14 INSTALL STREET TREES INTERIOR STREETS......................... _ 3F3 EA. Department prior to any encroachment or construction within City of ••••-•-•••••••••-•••-•••-•-•••-•-••..•.. 15 INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 441 . • ••• - - • • -4 � EA. Rancho Cucamonga easement or right-of-way. R16 INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 442...........:.............:..'1... EA. 5. All grade stakes shall be set by the Contractor or Engineer. Paving 17 REMOVE END OF STREET TEMPORARY PAVEMENT PER CITY OF RANCHO CUCAMONGA STD. DWG. NQ. 405 _ _ _ _ _ stakes shall be set at all hinge points, edge of pavement points EA. within 0.01 foot of sub-grade elevation and at not more than 50 foot 18 ADJUST SEWER MANHOLES TO GRADE.••-••••- •••••••••••••--••-•-•-•-•••••..•••-• -•••-••- •--•-•••--•-•-•--• •- -••-•--•-•- -• intervals. Additional paving stakes may be required by City Engineer •••-••••••--•••.•................... ..................•.,-.-.-•-„-•••----.---,........ ,- EA. 19 ADJUST WATER VALVES TO GRADE. ................................ .5. EA. ... , as needed at warped or vertical curve areas. 2 CONSTRUCT PARKWAY LANDSCAPING & IRRIGATION (BANYAN STREET 9APNEJ_tAI`}•A�cE)..?�9J„`�-. 6. All sewer, water, electric, gas, phone or other utility laterals, 21 REMOVE EXISTING 12' CURB AND GUTTER 624_ $.P mains, or crossings shall be constructed prior to paving. 22 REMOVE EXISTING A.C. BERM.......................................................................................................IQ• ..- - L.F. - .. ... L.F.. O COtJSTRUCT 8" -l2" CURES ONt_Y -["RANStTION PEP CITY STp. UW0. 110. 30I ............. r 7. Compaction tests of- embankment construction, trench backfill, com- pacting original ground and all sub-grades.shall be performed at no L•F� cost to the City of Rancho Cucamonga. A written report with these Z4 INSTALL STREET L,I6HT5 (9,500 LUMEN) WITH EXTENDEV MAST, (SEE INDEX MAP) ........ 3' EA. compaction tests shall be submitted to the City Engineer for approval 25 INSTALL. 5T;2EET LIGHT (22 000 LUMEN) H- P-5.V (SEE INDEX MAP) ) EA• prior to the placement of base materials and/or surfacing. ' - -- 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving 9. Prior to installaticn of any paving , a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: . sieve analysis and sand equivalent of aggregate base. 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections (prior to final plan approval) R11Z 3'6 Y 11. When improvements are to be placed on native soil which consists of a G6� 'e/w rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall 33� 33' be filled with a fine grade material of a quality better than the native material. // 2 Z 22 // • FEAtNGe� EX15T. 1�•CONC.CURB 01ATTER 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 4.5�, TO Be EMOVED, registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly �R/AeL6 7f/K A•e. 10V"14Y 4A.J �G �.'� CONST. A�C.ovER4'BASE 150V "- SLOPE 4/ff .applied at the manufacturer's recommended rate for the full pavement to KiN•) 2.�s•i i z�7�i A456 , width prior to paving. _ a7'q,,, a� �'"'' (w r 13. Estimate of quantities is provided by the Engineer only for the con- .sem CCF04NEr� ��� - 4¢1 f/•�'•C/E5 49'-50 venience of the developer, the contractor shall make his own deter- fX/Sr AC.�A•�. CpNST 5/1�EWAGK PSR G/TVG- , P CONST 8 �%PB �CiU77�iC� � �2 32 G V,ARiES mination of construction quantities before submitting a bid. Any Al-Zit cm'o1_,r,4A1CV0 R4wc//0eZ,64Mo,M:50S77v)/'3b item of work required by these plans which is not specifically listed /6' in the estimate of quantities shall be considered as included in the iv'3o9 CTYP/cAL� / 4 «3't v '14'/ T.GR. other items of work. ''-C 2.8 9't -_.1_ r °T y" TYPICAL SECTION --, I _-----= 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 1'. shall be constructed at each intersection. N.T.S. I _ S.AwtuTTo �' CONST. 5/DEWALk PER BANYAN STREET �xisT.A.c/As.� SMOOTH CLEAN&DOE CITY dF RANCHO C14G4MONGA 15. City approval of plans does not relieve the developer from responsibility 1 5To. DW6.No.3/O C 3I/ for. the correction of error and omission discovered during construction. r� G ,Z= 73 CONST/2 CURB 4GurrER Upon request the required plan revisions shall be promptly submitted to PER CITY OF RANCHO t the. City Engineer for approval. CUCAMONGA 51D. DWG. f NO. 303 (TYF1CAL) 16. Work site and exterior streets shall be in a neat, clean, hazard free, Q orderly state, throughout construction. Site shall be cleaned upon r TYPICAL SECTION ' request of the inspector. R/w �o, X/w �. N.-T.S. 17. Contact all Utility companies as required '+8 hours riot to excavation. r I CARNELIAN STREET Provided for your convenience are t e to owing: A. San Gabriel Valley Municipal Water District /2' /8� /8' Mr. Bob Stallings (213) 969-2718 • 0.5 4 - 1 75' 9' 9' 9� 9' 7.5 - 0. 5 B. General Telephone (800) 422-4132 oryP. arnL/NE oQ8' CiYR .t/olE: 5T.PEET 110HTS fhc2 /-,, HXC�.P•4.�1� for underground service s�Oyy• Qq. r7' o2q' 14' W/�G f'L,4CEo BEyi�/O �' it%4Lk 4/FT OdB yLUPE � C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-1070 a ' Brea, CA 92621 CGIV6773 ",4.G D. Cucamonga County Water District (714) 987-2591 cwt-ST e"c-tiea¢ ot�� 4" f3A�� Co�ST Sip_WAJk Iz 'SUNS'TONE 9641 San Bernardino Road GUTTER fix cirioF C/TYa-)V4,UGlNOC11CAifON40 A ENIUE ,pANcNo cL/GgMOv�/GA 57P. Ali? 1/0 , I Rancho Cucamonga, CA 91730 57r-)- ZNtAC,. w' 60-6 - l- __ l E. Metropolitan Water District (714) 593-7474 TYPICAL SECTION -_ BANYAN STREET P.O. Box 54153 t, SE6 5 er Los Angeles, CA 90054 r•/.=5.o N.T.S. elW =!� 15 13 UP 27 F. Pacific Telephone Company (714) 999-5639 DESCRIPTION of. REVISION MANDARIN AVENUE NORTH STAR PLACE H '2 14 16 oaTE APPROVE - -- - - cn 2 25AZI 4 28 & BARCELONA COURT Z 17 24 z 29 HILLSIDE R0. CITY of RANCHO CUCAMONGA" I- Z13 IS 2-3 w 30 = .Z w _ TH. N0. Tom© NOo' 128011 "TI )� o r Iq 22 31 i 12801 ' ti K. to u d 20 Zi 32 BANYAN „T. TITLE SHEET u1 v� O 5 - - • z 5E 5"EIT ENUPROVEMENT PLANS d 2 9 NUARIIV - `3 � i SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR PRIVATE ENGINEER-S NOTICE TO CONTRACTOR NOTICE W 13 Li=MCN AVE. ' Iz APPROVED 8Y ATE if-7U-b CONTRACTOR SHALL VERIFY ALL C4 8 7 6. 5 4 3 2 1 a Z� ORANGE 5T N CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONDITIONS AND DIMENSIONS Q 4 J GTY ENGINEER RCE No 23889 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AND SHALL REPORT ALL DIS- V ( LU ALTA LOMA DESIGN MADOIE AND ASSOCIATES, INC. RECOMMENDED JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE CREPANCIES TO THE ENGINEER f I I ( \ I MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE PRIOR TO THE COMMENCEMENT19 TH .4 ST .J L. • CONSULTING CIVIL ENGINEERS HOURS; AND THA4 THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO OF WORK. AND LAND PLANNERS OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES DRAW 1820 E. 16th Street SHEET OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION • 6L- . SANTA ANA, CALIFORNIA 92701 INDEX MAP VICINITY MAP PH N 7,4 .835 2548 of PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . 7--:-,# CKECKEO RCE No/ ,� DRAWING N0. } 1, OF THE OWNER OR THE ENGINEER. SCALE;. 1 � 200' ' NOT TO SCALE _ CITY GATE � FILENo Z 014 JN ►10-778 -- -------- ! ME MEMIM i ii NES---- -- --i-- ----- iIN iIII 11 11 1 MEMBE M E SEEM ME MEMMEM N i i i i■ ■ MEE ■ ■E ENE ■ ■ SEE■ mom 1 ' l Iti ■ ■ ■ s ■ mom 1 I OEM ■EMEME i MMMMIMMMMMMMMMM, W190HEM Homes— MW se —MEMO sees He He _ . � ��_ __- � ids___ _� _ � _� � i��'�' :� �-•T � ___ ______a>,r�_ �i Im MEN W MEN He Wmw MMEMMEM OEM miammumma jM==M mMMMMMw==MM WMEMN am-mm—m gl=- =41M WHE"M ma MEN mum a mum mum mmam 0 0=3 M M M ME M M 2 M M 0 M M RN I M. tml IN i IN. ,I M'A A 12 F.,,, MEN' PNEMEMEMMEMEMEMME MENEM, SEEMS K mto—m- gags IN1111p, uu PC MEMEMEN FIJI MUMMER Mae ME MWAMMMMMMMMMMMM OWN FEW �,''� i�Q����� � _ SEMENlosses seesS ""OMEN� ® ' ..,11117/ 1��,11111i'ri,lll I ,• ' , ! , H ��\�7J> ,, ,/ , • '' , ' ••� � , ' • • �' —• _ T' � w _Y��® s1 • MINE MINE CONSTRUC t ION NO tES 0 1 ' ; ' 1 ' • I 1 1 = 1 � a ' ® ill 1 1 of 00 L - 139.28 O.C. L/2 ' Lh .G9.G4' 10.10' loo' v c. 19.r,4' TANGENT i - - - - - BENCH MARK: CITY OF RANCHO CUCAMONGA BENCH MARK NO. 65. CHISELED END - OF CURB RETURN (NORTH END). ' _ _ - -- _ - _ _ - - NORTHEAST CORNERINT.NT OF ANYAN - - - •4 STREET AND CARNELIAN STREET6 ELEVATION 1726.365 - -- �'•' - - - _ 1_ l7• _ _ - - - - - - - - - -_ 15 JAN C - 01.1 1o !!V I, 10 7 _ > r- > + d T _ 'i + R FL I } R P5_. -0 __ . Z o� 13 2 .0 ' V r E I'3 d• R 2• ` r ro $ 9 $ o w' Ga ° °ft) A g g °p + N - -- - - --- I . 4� 5 . .C. A R 4• % - + Q• (,- 9. 2' to V -- - -- --- -- P I = 93-01 T N * O• 10 .0 l I - - C. / OF! Z9. 2 4 vS 1 IT T • I;:- v8Ir rd - 4111 ~ %9 j O o N z Z. + to QD9 11 n 1 - - - N l a R 2• o° + 00 Q % _ ~ I 110c Q + pi ZO . T01? O c U 1109 c -- - m � .t. = 83.t0 -- - - OD o _ - - 2. UJI 1 44 - W TAN R:2 g°/, i ` BARCELONA COURT NORTHSTAR PLACE 1�-CONSTRUCT 3' A.C. OYER 4' BASE (INTERIOR STREETS), SEE SHEET NO. 4 SEE SHEET NO. 4 11 010, 11 6 O' 30' 30� 30' 1 30' @-7-!!-CONST- 8' CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 303 SCALE 1"= 40' I I II 3 I I a ( �7 -CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG: 310, 311 T $ INTERIOR STREETS CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. I I) •N I ��� 21 I I I =o I 305 (X=3' W=24' 11 �� 20 z } ° I�� ^1 r� 32 QC U) 100 �• `f g -4� �q�I�l I °`,c,' I + Due I � 10� e.8 I � vI M 12 REMOVE EXISTING BARRICADE �,� tp•p► / �I . I 0 I N 'y - Q� V I �` , , 4 15 A V 0- 12INSTALL STREET LIGHTS (5800 LUMEN) WITH EXT 2.93 r 0 1 4.94 125.22 123 I r3 t , :_ 14 INSTALL STREET ENDED MAST ry 3 _ �. h is , <r. I �' •`It : Q-'- T TREES INTERIOR STREETS `l /v_ a�� S4.0? _N I :• ( �' 13 45•g 4 7 •s' 15 INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 401 0� 3a ^r,� •'�C j' 6 .31' ' ` �' 17 REMOVE EXISTING END OF STREET TEMPORARY PAVEMENT o� ` �C, ' 9 9 {3 18 ADJUST SEWER MANHOLES TO GRADE ! ,ti 15 0 1e �s`�'s. '��'E 9• s �' os - - -_ _ Q9 _ADJUST WATER VALVES TO GRADE Uc tJ 84 ra ta Tc S3 H 1g 4 17 K 2 1 N C'�9 7 3/ RSSt� 'MEMS�TS C g �cAA o C,. 985 SNET � �_ Tc 74.12 13 78.05 F �pl� �. 9 � �2.�I 6.03 7 74.42� 12 =� 42.?6 - , 9.64• I � r _ � ,�� � � O + T 3 v r✓ G �► N :. . �►' \� v I r `" 3 •t + N + �. Q' 21.08 a c' D pen "' + d Q` QY 3 N p ao 3 + +�' 4 �°��� 3 + 2 1 r, m °z a8 + 7 �v�x x - DESCRIPTION of REVISION PATE 1APPROVE -�- , MANDA , IN AVENUE , CITY of RANCHO CUCAMONGA , CURVE DATA R L TRACT NQ. 12801 o T _ _ - � 3° 26' 16" 962. oo' 56.9 Z' 29 .47' 3 ' MANDARIN AVENUE B�- ° 26' IbG " 1000.00' O.004 30.01' j © 3' 26' 16" 1018.00' 61 .08' 30.55' OD -- Z° 32' 59" 1018.00 45.30 22.65' E 4° 50' 38" 1000.00 84,54' 42.30' APPROVED BY DATE - ,�-x!G �- 9' 53' 42" 1000.00 172.70' 86.57' GTY ENGWEER U���� •RCE.No 23889 Q 14 44' 20' 1000.00 257.24' 1 Z 9.34' DESIGN MAQOLE AND ASSOCIATES, INC. RECOMMENDED H 14° 44' ZO" 9$2,00' 252.61' 127.01' JL CONSULTING.CIVIL ENGINEERS � 0 7' 14' 25' 1018.00 128.64' 64.41 AND LAND PLANNERS Ja--- 15° 00' 00" 1 12.00' 29.32' 14.7 5' p.RgW N .1820 E. 16th Street SNE 3' SANTA ANA, CALIFORNIA 92701 C KO ZIO 00 �" 3$,00' 139 .28' - WS ' PHONE 714.8 V 35 2548 OF HECKED RCE. No-14a� OAAW IN G N0. 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